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Application of the Terrestrial 3D Laser Scanning in Room and Pillar Trial at CSM Mine

Identifikátory výsledku

  • Kód výsledku v IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68145535%3A_____%2F18%3A00496339" target="_blank" >RIV/68145535:_____/18:00496339 - isvavai.cz</a>

  • Výsledek na webu

  • DOI - Digital Object Identifier

Alternativní jazyky

  • Jazyk výsledku

    angličtina

  • Název v původním jazyce

    Application of the Terrestrial 3D Laser Scanning in Room and Pillar Trial at CSM Mine

  • Popis výsledku v původním jazyce

    3D laser scanning is a unique technology used for the description and subsequent modeling of realnshape of spatially complex underground mining environment. Groundbreaking was its application innthe pilot deployment of the Room and Pillar method at the CSM mine, where this method was usednfor the first time within the Upper Silesian Coal Basin, also known to have one of the most difficultnmining and geomechanical conditions in the world. Very difficult mining conditions at depth over 800nm warranted searching for complex geotechnical tool or method that would capture all changesnwithout distortion. Despite some shortcomings, 3D laser scanning was selected, although there is stillnno suitable device for dusty and humid mining environment. During the pillar development phase,ncomprehensive geotechnical monitoring was undertaken including the frequent scanning of pillarnmovement using 3D laser scanning technology. Based on repeated time-separated measurements,nspatio-temporal analyses of deformation changes during ongoing mining were carried out. Thesenanalyses captured dynamic changes in coal rib, roof and floor movements of designated roadwaysnwhile developing the pillar panel. In addition, time dependent long term post-mining measurementsnquantified additional strata movements within the panel enabling assessment of the long term pillarnand mine roadway stability. The time-lapse scanning indicated variable pillar rib movement withnmaximum measured displacements of 60 cm. The scans indicated that in most cases, the bottom of thenseam displaced more than the top of the rib side due to low floor strength causing large floor heave ofnup to 100 cm. During the 3-year monitoring, more than 2 billion spatial points were captured that cannbe used for further analysis.

  • Název v anglickém jazyce

    Application of the Terrestrial 3D Laser Scanning in Room and Pillar Trial at CSM Mine

  • Popis výsledku anglicky

    3D laser scanning is a unique technology used for the description and subsequent modeling of realnshape of spatially complex underground mining environment. Groundbreaking was its application innthe pilot deployment of the Room and Pillar method at the CSM mine, where this method was usednfor the first time within the Upper Silesian Coal Basin, also known to have one of the most difficultnmining and geomechanical conditions in the world. Very difficult mining conditions at depth over 800nm warranted searching for complex geotechnical tool or method that would capture all changesnwithout distortion. Despite some shortcomings, 3D laser scanning was selected, although there is stillnno suitable device for dusty and humid mining environment. During the pillar development phase,ncomprehensive geotechnical monitoring was undertaken including the frequent scanning of pillarnmovement using 3D laser scanning technology. Based on repeated time-separated measurements,nspatio-temporal analyses of deformation changes during ongoing mining were carried out. Thesenanalyses captured dynamic changes in coal rib, roof and floor movements of designated roadwaysnwhile developing the pillar panel. In addition, time dependent long term post-mining measurementsnquantified additional strata movements within the panel enabling assessment of the long term pillarnand mine roadway stability. The time-lapse scanning indicated variable pillar rib movement withnmaximum measured displacements of 60 cm. The scans indicated that in most cases, the bottom of thenseam displaced more than the top of the rib side due to low floor strength causing large floor heave ofnup to 100 cm. During the 3-year monitoring, more than 2 billion spatial points were captured that cannbe used for further analysis.

Klasifikace

  • Druh

    D - Stať ve sborníku

  • CEP obor

  • OECD FORD obor

    20301 - Mechanical engineering

Návaznosti výsledku

  • Projekt

    <a href="/cs/project/LO1406" target="_blank" >LO1406: Institut čistých technologií těžby a užití energetických surovin - Projekt udržitelnosti</a><br>

  • Návaznosti

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Ostatní

  • Rok uplatnění

    2018

  • Kód důvěrnosti údajů

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Údaje specifické pro druh výsledku

  • Název statě ve sborníku

    10th Asian Rock Mechanics Symposium - The ISRM International Symposium for 2018

  • ISBN

    978-981-11-9003-2

  • ISSN

  • e-ISSN

  • Počet stran výsledku

    9

  • Strana od-do

  • Název nakladatele

    ISRM Singapur

  • Místo vydání

    Singapur

  • Místo konání akce

    Singapur

  • Datum konání akce

    29. 10. 2018

  • Typ akce podle státní příslušnosti

    WRD - Celosvětová akce

  • Kód UT WoS článku